A projected conjugate gradient method for structural stability analysis with linear constraints
In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using...
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Published in | Computers & structures Vol. 33; no. 1; pp. 31 - 39 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
1989
Elsevier Science |
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Abstract | In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good behaviour of this algorithm is illustrated by some simple applications in structural mechanics. |
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AbstractList | A new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good beheviour of this algorithm is illustrated by some simple applications in structural mechanics. In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the linearized equilibrium path stability of a structure submitted to unilateral contact conditions. The solution is obtained by using a projected conjugate gradient technique to minimize the finite element discretized form of the Rayleigh quotient. The good behaviour of this algorithm is illustrated by some simple applications in structural mechanics. |
Author | Sonzogni, Victorio Jeusette, Jean-Pierre |
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Cites_doi | 10.1016/0022-460X(80)90520-9 10.1016/0020-7683(79)90081-7 10.1002/nme.1620211206 10.1016/0045-7949(81)90108-5 10.1016/0029-5493(84)90198-5 10.1016/0022-460X(71)90692-4 10.1093/comjnl/7.2.149 |
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Keywords | Conjugate gradient method Finite element method Stability Inequality constraint Eigenvalue problem Mechanical structure Non linear effect Algorithm |
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Snippet | In this paper a new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows... A new iterative method to solve an eigenvalue problem subject to linear homogeneous inequality constraints is presented. This approach allows study of the... |
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SubjectTerms | Buckling Exact sciences and technology Fundamental areas of phenomenology (including applications) Physics Solid mechanics Structural and continuum mechanics |
Title | A projected conjugate gradient method for structural stability analysis with linear constraints |
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